Technical Papers
Dec 29, 2020

Experimental Investigation and a Predictive Model of the Strength Evolution of Rubberized Cementitious Materials Based on the Virtual Pore Method

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 3

Abstract

Mixing waste rubber in cementitious materials such as concrete is an effective way to reuse the rubber, which is important due to its environmental significance. This work predicted the strength evolution of rubberized cementitious materials based on their rubber content and porosity. Mortar specimens with rubber content ranging from 0% to 15.3% per mortar volume were prepared based on the method of making pores in cementitious materials with soft materials, i.e., the virtual pore method. Their porosity and compressive strength at 3, 7, and 28 days were measured by tests. With the increasing volume fraction of rubber particles, the porosity of the specimens increased and the strength decreased. By dividing the pores in cementitious materials into matrix pores and virtual pores, the strength of the rubber free cement mortar and the effect of rubber particles were considered separately and a predictive strength model of rubberized cementitious materials was established based on their rubber content and porosity. The proposed model is applicable to materials of different ages and hydration degrees. It was applied to the strength prediction in the available literature, and the predicted values were in good agreement with the test values.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was supported by the National Key Research and Development Program of China via Grant No. 2017YFC0404902, the National Natural Science Foundation of China via Grant Nos. 52079047 and 51479048, the Fundamental Research Funds for the Central Universities via Grant No. 2019B73614, and the Postgraduate Research & Practice Innovation Program of Jiangsu Province via Grant No. SJKY19_0456. The authors gratefully acknowledge the financial support.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 3March 2021

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Received: Apr 2, 2020
Accepted: Aug 11, 2020
Published online: Dec 29, 2020
Published in print: Mar 1, 2021
Discussion open until: May 29, 2021

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Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). Email: [email protected]; [email protected]
Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Master, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]

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